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60CUSlgn Envelope ID: 12B06693-F413-4080-990E-97E259316259 EXISTING EXTERIOR CMU I r� MIN. 3" EDGE DISTANCE I 11 STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO _ EXISTING FOUNDATION FACE w/ ° ° — — — — —& — (2) ROWS OF 316" DIA. TAPCONS D / D D D ° D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i 1> D D EXISTING FOUNDATION. ° 1p ° D ID �\ _a — D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE P, STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ ° — — — — — — ° (2) ROWS OF 3/6" DIA. TAPCONS F — D D — D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i D EXISTING FOUNDATION D ° ° D D \ \ D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH U-0" A.F.F. SEE ARCH —d — — — - — — (MAX 20" VA V�/VA ° d ° DEEP) j\\ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° a d ° a i". VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 An �lC //II.ITIAl000S BAR AS 2" LAMP AS SHOWN 90 DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALLMONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U)O cc�_ oz UZ Q C') W LOCATE AND TIE INTO STEMW REINFORCEMENT IN LAST REI STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL • 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH -°---------- s, ° d ° e #4 OR #5 REINFORCING PER d • ° MONOLITHIC FOOTING ° SECTION ° ° FOOTING TO BEAR ON FIRM d° ° a • ° UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE ALL FOOTING NFORCEMENT CONCRETE SLAB W/ 6x6 WI A x W1.4 WWF OR FIBER MESH TOP OF SLAB j, W _ U) o VAPOR BARRIER x #4 OR #5 VERT REINFORCINGUP 4 TO b COURSES: S 48" O.C. N. A l,/ 0 2 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. OR FOOTING TO BEAR ON FIRM �� . //�\ j\\' \ ADDITIONAL IRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT - 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS -- 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. Ah (BEYOND) FLOATING CONCRETE - w_ SLAB W/ 6x6 W1.4xW1.4 O WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ v J (1)#4OR#5 Q � U) CONT wW w U � FINISH O GRADE U \ X A /\\/\\/\\\ Q //\/ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED RI FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS X/��// 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. ° ° VAPOR BARRIER ✓/ FOOTING TO BEAR ON FIRM • j UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) '#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH E ft� c U \\ \\ \\ \\ \\ \\ o o CLADDING - MIN 8", U.N.O. ON ARCH 00 0 VAPOR BARRIER \�\\\/\\/CN /\\\\\/\ A P E X 12 MIN \/\/\/\/\/\� N U FOOTING TO BEAR ON ' FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ (( i (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE Li_ 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J tds J-6 � true design studies 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. a) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O -s CONCRETE SLAB w/ 6x6 � (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR LU FIBERMESH D#R*HO90N' a) A ° ° p LLI / 16" VAPOR BARRIER Q U 3 BEARING WALL FOOTING SECTION z W wThis item has been electronically CONCRETE SLAB W/ 6x6 signed and sealed by Justin M Lanier, W1.4 x WSL B WWF x6 0' PE on the date and/or time stamp shown using a digital signature. FIBERMESH p Printed copies of this document are _ 0'-0" A.F.F. O not considered signed and sealed ° SEE ARCH 0) and the signature must be verified a DETAILS a 3rd Party Certificate Authority d ° >.by on any electronic copy 8" MIN ~ O Q U) \� Z W 8"x8" THICKENED 8" U) FTG AT U) I..L STEP-DOWN, SEE VAPOR BARRIER LU L.L PLAN z z W (4)CURB STEP SECTION m Uj O W ct W QW 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL z Uj Q CONCRETE SLAB W/ Z � � Q 6x6 W1.4 x W1.4 WWF W 0 OR FIBERMESH W VARIES SEE ARCH � Q J � 2 d - ° (MAX 16") - LL VAPOR BARRIER �// O 0 / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN d Z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 O LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS J � Abbott Park Q 5 )GARAGEEXT WALL CURB SECTION 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ILL LOT 026-02 0 FOLLOWING OCCUR: - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — U' PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W PROJECT NO: W CONCRETE SLAB W/ 6x6 0 2021.009235 W1.4 x W1.4 WWF OR 0 ILL FIBERMESH Z O 0'-0" A.F.F. = DRAWN: 8 ° SEE ARCH U JAR 4 DEEP) 0 W O ° d ° � CHKD: W W / • ° 4„ W J 4" EXTENSION x U UNDER BRICK VENEER Q ��%` 111 111111 '�i Cn 12" UNDER 1 STORY WALL�•• • • �Z W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ,-\G E N S�•.,• �!,' 0 No 85166 16" UNDER 2 STORY WALL W W/ (3) #4 OR (2) #5 CONT Z * ; DocuSigned by: •• * Q 0 � -p • �`>:..w : CC � LPL 6 BEARING CURB STEP SECTION =-33 TLZ71C&FEF43 4/, W Q i�F • •.0R� • Cj �� Z_ Z et; &�O • `J `%% 0 I i TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS j 11 — - — - — — - f_--- - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" rn ALL OTHER EXTERIOR WALL `" N A� %%%� > Q O_ 07-28-2021 0 W U REVISIONS: ILLI U- � 4 No. Description Date W (n J Q U) 0 O O Z Z 2 0 U W X W ST=2mD IZ CMU/METAL CONNECTOR ENGINEERING